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Structural Assessment of Guastavino Domes

Rafael Guastavino refined the technique of erecting thin terra-cotta tile, a thousand year old building system of ‘Catalan Vaulting.’ His company was involved with more than 1000 buildings in North America between the 1880s and the 1960s. Although Guastavino tile vaulting contributed to many prestigious buildings of that time, the structural behavior of this construction system has received little or almost no attention in the literature. It is the intention of this thesis to study this empirically designed system by using tools of modern engineering: experimental modal analysis, thin elastic shell theory and finite element analysis.

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I grant The Pennsylvania State University the nonexclusive right to use this work for the University's own purposes and to make single copies of the work available to the public on a not-for-profit basis if copies are not otherwise available.

The thesis of Huriye Sezer Atamturktur was reviewed and approved* by the following:
 
Thomas E. Boothby
Professor of Architectural Engineering
Thesis Advisor
 
Linda Hanagan
Associate Professor of Architectural Engineering
 
Martin Trethewey
Professor of Mechanical Engineering
 
Daniel Willis
Professor of Architecture
 
Richard A. Behr
Professor of Architectural Engineering
Head of the Department of Architectural Engineering
 
*Signatures are on file in the Graduate School

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Structural Assessment of Guastavino Domes   15.2 MB 
M.S. Thesis defense presentation illustrates the modal analysis tests, finite element model development and manual updating of two Guastavino tile domes. A brief overview of characteristics and history of Guastavino tile vaulting technique is also included in the presentation.
Structural Assessment of Guastavino Domes   6.3 MB 
Rafael Guastavino refined the technique of erecting thin terra-cotta tile, a thousand year old building system of ‘Catalan Vaulting.’ His company was involved with more than 1000 buildings in North America between the 1880s and the 1960s. Although Guastavino tile vaulting contributed to many prestigious buildings of that time, the structural behavior of this construction system has received little or almost no attention in the literature. It is the intention of this thesis to study this empirically designed system by using tools of modern engineering: experimental modal analysis, thin elastic shell theory and finite element analysis.
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